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Engineer Plan
EL. 7.1 EL. 6.4 EL. 5.9 28 SOIL TESTPIT DATA 3.2 EL 1.8 LOCUS nz ¢ -__-.. _ USE 1,500 GALLON SEPTIC TANK` GALLON' DRYWELL � `"'^*.� RMATION _ (; R - _ U S 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE 1. THE ENGINEER 1S TO STAKE THE LOCATION OF THE SYSTEM, INSPECT LEAG FIELD DETAIL � w, v _ 1 'iL - - LL CONSTRUCTION AND FINAL DWELLING CHAPTER 82 SECTION 40 1 886 344-7233) A MINIMUM OF 72 HOURS AND CERTIFY THE SOIL REMOVAL, WA �- ._� • � CRAWL SPACE EPRIOR TO THE START OF CONSTRUCTION. INSPECTION PRIOR TO BACKFILLING AND `GRADING. 1 DESIGN PERO. RATE <2 MIN/INCH `"'------ L LOWT.NOL`TOSCALE FOUNDATION.- .73. N N LONG TERM APPLt RATE: 0.74 GPD/SF CD N _ : _ 446 SF '7 330 GPD 0.74 `GPD/SF L ®T 2 Z NOT TO SCALE , PROPOSED AGE GRINDER. DRYWELL 9• THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARB R PROPOSED FLOOR PLANS TION COMPUTATION ATER :CO GROUNDWATER H IGH `GR CURRENT OWNER. VALENTINA KARCHA' OV ERLAY DISTR ICT. NONE - 4 PERFORATED PV C W SCREW CAP TO EXTEND DOWN LOCUS O: Z l _ ONSITE SOIL -EVALUATION (BASED ON TP 1 ' NITROGEN SENSITIVEMIN. TO NATURAL SUBGR ADE 2s SLOPE 0 ' I' � TEST PIT TP 1 , DEPTH TO WATER ; 5:5 TITLE REFERENCE. CERT. 227086 NOT A ZONE II ZONE OVER LEACHING FIELD ' N ' O GRD. EL. SHGW EL ,' 7:3 3.2 : 16 2021- DATE. SEPTEMBER , INDEX; WELL MIW 29 ` RANGE A WATER LEVEL RA F OD REFERENCE: L.0 .PLAN :14114 -A -2 -SH -1 FEMA LO PLAN RE ELEVATION 11 ZONE AE, EV T.W =10.8 I" D t7 TEST BY BSC GR OUP INC. _ ®INDEX WELL AUG 2021 9 29 ZONE DISTRICT: , � �R' 12 .MIN. CO EL. 7.1 EL. 6.4 EL. 5.9 EL 3.5 EL. 3.2 EL 1.8 - r, nz A LS 10YR 2/1 E' LS 10YR 6/1 B LS IOYR 6/8 C FS 2.5Y 7/3 ADJ. G.W. - OBS G.W. DEPTH SOBS MAP: 34 DATED -JULY 16 2014 WILFIN ROAD AUD ASSES PHILIP, REN. 4 -.. , WITNESSED BY. ADJUSTMENT 2. VEL ADJU WATER LE 1 0589) .:. ,... ..:: , .........: ,.. ... :...,: PARCEL. $3 PANEL 2500 C .. ,,..., . . • NALD r' r-; EVALUATOR: TODD MACDO 1.4 LICENSED SOIL fVAL APPLIED G.W. ADJUSTMENT DRIVE 25 000 S.F.' SOUTH SHORE DR ,LOT SIZE: i 41 :MINIMUM PERCOLATION RATE. < 2 MINS./INCH DEPTH TO HIGH WATER ZONING DISTRICT. R-25 CLASS 1 FRONT 30 2 SOICCLASS. - SETBACKS: FRPERFORATED SETB T SiSIZE. 9 1'.801 S.F. 4 EXISTING LO , ENDS OF > CONNECT GROUNDWATER ' a F THE CAPE COD SIDE 15 SCH. 40 PVC PIPE 0.74 GPD S.F. REQUESTING 1 0 L.T.A.R.. / _ LATERALS E 180 6.3% WOULD PUT THE E. 578:9 A A P FULL ADJUSTMENT EXISTING COVERAGE: TYP LOCUS � :ADJUSTMENT AS THE REAR 20' EXIS N DRY GROUND LEVEL BOTTOM GROUNDWATER ABOVE THE EXISTING HISTORICALLY AHE •, NOT TO SCALE RAGE. 1,752/9,180=19.1% 2s 11 A T THE WETLAND` SIDE OF THE PROPERTY: PROPOSED BLD. COVE :.PROFILE „ LEGEND „ » �i,�r 2 MIN: OF 1/8 TO 1/2 17 m. „ » WASHED STONE OR { 3 4 TO 1-1. 2 DOUBLE GEOTEX TILE TCEi3+Af OF YARMOUTH DOUBLE WASHED STONE T1 QF: t CONTAINING NO FINES l i�, _ ttS51=S5iiP,S MAP 34 e A' ESTIM ``TED ". {i2 M BIT. PAVEMENT' UNSUITABLE 2 7 SEASONAL HIGH 2 PARCEL 2 ..._ TE p » MATERIALS _ __.... r "�.. VARIANCES REQUES U DWATER' 46 GRO > AY G4 . REMOVED) A0 - TO BE :RENO "� 55p� 49M{jj i 5 OVERDIG' TO 3 :< , Silk• , �_ D TITLE vv „ 'BOTTOM OF 66 OBSE VE 9 _ 6 - 6 , ...:. LEACHING ,:. � DWATER 7 {{ E PERCOLATION r GROU�ry � � � i NON ,. , .. N7 n , ` FIELD TEST R 7 � W D Rd � \ _. NF '. � r....», .„- v.ounnru ... .- .:. __ ., Alt! . + -� NONE 4' 2.75' 1/26/22 \ 2.75 4 0 TYP. TYP. .. (TYP.) (TYP.) ( ) ( ) + _ ISK CD �} JET / EXISTING N G. YERGATIAN DATE + _ BRIAN i -' DEBRIS TO BE cs 17.5 + x, ENGINEER . BOX DETAIL `PROPOSED DISTRIBUTION (H-10),•_- REMOVED � PROFESSIONAL S.F. OF + y 3501 + NOT ?0 SCALE +� 'CROSS SECTION TION. NERAL NOTES „ MITIGATION } + � y GE 6 MAX. AREA; + I. REMOVABLE + + A } PROPOSED St THE PERMITTING AND CONSTRUCTION COVER + } O 1. THIS PLAN IS ONLY INTENDED FOR + I SHED :, t t + R DISPOSAL SYSTEM AND ASSOCIATED SITE WORK. + I 0 8 x14 t 3.21 OF THE SEWAGE DI N + +,w} } + +TF R) SFPTIC + + 35 +AIRUGOS AND MATERIAIS SHAII CONFORM 10 310 + + OUTH`BOARD OF HEALTH REGULATIONS + �• CMR 15.000 AND YARN i .6 + + + 3 1 + 2 , + 3 } t + LIN DESIGN „ .. E� + 2 WALLS � I + �S. ( ,• •• 3. THERE ARE N0 KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN i.. • 150 FT. OF THE PROPOSED LEACHING FACILITY.: <:... 6 MECHANICAL F c) TNG WALL FLOOD VENTS.. r MODULAR BLOCK RETAIN „ _ OIL AND » � � TOPSOIL. SUBS. GIFTED REMOVE ALL T P NOT TO LE 9-1 2 5 5 DIA: .., .�--.; 4. IF AN OVERDIG-IS SPE CA KNOCKOUTS •• `�- MATERIALS. 13 KNO ,. 4 OTHER UNSUITABLE O O SO , I _ .� #52 WILFIN ROAD „ 1 /2 MATERIALS 4 j 5C h0 5. IF AN OVERDIG IS SPECIFIED, REPLACE: ALL EXCAVATED 5 GRANULAR.:SAND FREE `U IT ADHERES IN WITHIN THE. UNIT OF EXCAVATION WITH CLEAN CAP N z » FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES TO TOP UNIT 2 -LOK IMPERVIOUS FILL ¢ W/VERSA LEVEL ----•-. -- OF SOIL SHALL NOT USED. „ < BOTTOM : ON „` i 6 MINIMUM € --" AND LAYERS OF DIFFERENT CLASSES ¢ CONCRETE .ADHESIVE 12 DEEP �j YARMOUTH J D A n '7`[� LAN VIEW SOUTH 1 A101V1®U 1 C� o STABLE BASE „ P 7 CONTAIN ANY MATERIAL LARGER THAN 2 ; SOU 3/4 TO 1-1/2 ( FILL SHALL NOT I X` CRUSHED STONE INCHES: A SIEVE ANALYSIS USING A` SIEVE SHALL, BE PERFORMED SECTION VIEW ON A -REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY<WEIGHT MAYMASSACHUSETTS / . \� X : DECK .SIEVE: SUCH ANALYSES MUST \ \ 5.1 BE RETAINED ON .THE. �j4 I SPECIFICATIONS: BARNSTABLE COUNTY) NOTESy �_.. THAT THE. MATERIAL MEETS EACH OF THE SP _ _ \ \ � T� ' i 5 -- -•�-v. � VERSA LOK STANDARD M _A C- MODULAR CONCRETE UNITS N TEE OR BAFFLE WHERE SLOPE OF PIPEEXCEEDS 0.08FT./FT OR _ a..,. / ,, 1. -.PROVIDE INLET t C3 IN PUMPED SYSTEM." 100% MUST PA 10% SIEVE .- q o � (OR APPROVED EQUAL) N , F 10% MUST PASS #50 SIEVE . BOX TO BE LAID, LEVEL. N RST TWO. FEET OF PIPE OUT OF DIST : '-c '2. Fl D N N K CHA ,-- 0-20s MUST PASS #100 SIEVE �r o PROPOSE , 3 1V N S SMP34 - } Q SITE PLA.. INC S ! _ S _ 00 SIEVE - ^ � .SHALL BE WATERTIGHT. _. BUILD � 0 5%:MUST PASS 0 3. ALL PIPE BONN ECTIONS AND CONCRETE CONSTRUCTION 1 , > 1 T.O.F.=12.0- EL � � DRAINAGE AGGREGATE fE.O 12' THICK (MIN.) ' F.F.F:=13:0 VfF N S .WITH MORTAR.` APPROXIMATE. .. 4. FILL ALL UNUSED KNOCKOUT CRAIG A. frELL3 6. EXISTING UTILITIES WHERE SHOWN ON THE ARE a _ ALL c WITHIN 6 INCHES OF FINISHED GRADE. ASSESSORSMAP 34 T GUARANTEE THEIR ACCURACY OR THAT 5. CONCRETE COVER SHALL. BE RAISED TO }� THE ENGINEER: DOES NO o a 5.9 PARCEL 84 d .� -.SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR .SHALL VERIFY o - AND ELEVATION OF INVERTS OF UTILITIES AND w THE SIZE. LOCATION NOVEMBER 2, 2021 STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF .x., STR z` OR FIELD ¢ o;• CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED DESIGN CALCULATIONS R STAKE OTIFY<THE ENGINEER AVE3R?SiA _ SET CHANGES REQUIRED. THE CONTRACTOR SHALL N 1- z ASSESSORS MAP 34 �� IMMEDIATELY. F DESIGN FLOW PARCEL 82 l a � r - � r� GRANULAR ¢ HALL BE RESPONSIBLE FOR 'PROPERLY COORDINATING LEVELING 'PAD = 330 GPD 3 BEDROOMS 0 110 GPD/BEDROOM v r f 7. THE CONTRACTOR S e> 7 1 .S' MIN. 6" THICK �! . ` THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE REQUIRED SEPTIC TANK. � :: k a UTILITY COMPANIES' AND SHALL COMPLETE THE PROPOSED y k APPLICABLE. , TRUCTION' NOTES iT v EFFECTIVE. LEACHING AREA 455 S.F. 1 5.5 .: �1 PAVED `, I v 1,500 GALLON 4txate r o a s x SEPTIC TANK 9 _ ED CAPACITY) I DRIVEWAY z v 455'S.F. X 0.74 GPD/S.F. 336 GPD (INSTALL TTY) � _ o ry _14.3 11:3 INV. IN=9.41 �P ssq CL i e , GPD 8 GPD RESERVE CAPACffY PROVIDED) 336 GPD > 330. ( 10 . ? ----- , � INV. OUT=9.16 % Q a ti� DISTRIBUTION BOX L O /✓ �o s v _ g T BED #1 LiVIN _ .: : . itEA 142 ,.. INV. IN -9..11 _ \. o KIErtANJ. x ,! S N 1z .1.-,... ROC3Fs&. a..:- .:-,t s a F a_.. z t CL OUT=8.94 INV. OUT 8.94 _ Permtt vald for REPAIR OP' SEPTIC,SYSTEM..: �� HEAy N �r�,�s :; [ w T•W. 10.7 _i sBx2A-_s,'_ State and Local -se ttc variances. :4813 ,-, , . , rn _ ONLY, due to- t to aseptic r � NO 5 .. �3- B.W-7.0� _ PROPOSED - _ PR �A o • ` .. Board of Health: review and approval cared ior::: vrn P ROPOSED . RETAINING _,... r add,t,onsirenow•ltons/alterattoas to RESERVE AREA WALL SEE : I A_455 S.F. SPOT GRADES .sewage:(ackes and/or stru t tes/dweihn i Si F . E o , . � =.€'s SS' •-. rt8tt rI PREPARED FOR.1 500 GALLON SEPTIC (H c 9 a n h Department -I YarmouthHeat. 3 I X P � _•_ ENTINA & MIRCHA KARCHA NOT TO SCALE_ _ VAT. �k gg _ 5 -0VERDIG 1,CAR sx : ,€:- to W 1 v T CL RELOCATEDv n -10.3 TP t T.W. �^ V D � 9 , _ �. I� OUTER LIMITS of A�PPRQ E 0!" ': 113 WESTVIEW -LANE WATER _ 1 I /�'a" / I. _ 0. X 10 B.W. 9.5 � t z21'' PORC$k . VER to RETAINING 28 o RAISE AT LEAST ARlE EXISTING CO LINE I , BEU #3 CD „ 10.0 FEEDING' HILLS MA 01030 NOTES c -azo a _>�, _.ww.N.,; , o OF FINISHED' GRADE. , TO WITHIN 6 ._ EgA ar „ - 15.0 �. _ _ - > : Ti I':1 ?� .° -I CONCRETE. 18 HDPE PIPE I /f 6f �. z '� NK SHALL BE STEEL REINFORCED THE RISER SHALL 6E REVEUd Y SL lE MSS LO 1. sEeTlc TA % :: VKARCHAC�?YAHOO.COM_ o - 0 p LEACHING FIELD //1 a 2. SEPTIC ,TANK SHALL BE CAPABLE' OF WITHSTAND H 1 3 / Nf T A2 Nt►ate Dafe y LOADING. CONC. COVER a TOP OF STONE=9.33 LO rnINV. ,IN=8.83 c IPE CONNECTIONS AND CONCRETE CONSTRUCTION 6. MAX.MAX• I I _ 3. ALL P m v .- U ., =8.70 '3 E WATERTIGHT. - v INV. END =&70 SHALL B40 BSC GROUP A F STONE=8.20 PROFILE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED r TYPICAL SYSTEM PR 4. .TEES PROPOSED I BCT 0 I - I [['91.... 4»" SCH. 40 PVC WITHIN 12 OF TANK WALL AND ACCESSIBLE FROM TANK DRYWELL t , NOT TO"SCALE L=2:5f FT. COVER. (TYP.) 8 •_ EL=12.0 5=0.02 c� FILL ALL UNUSED' KNOCKOUTS WITH HYDRAULIC CEMENT. „ 5• 4 70. X .2 0 , ' INSPECTION' PORT P FOUNDATION 349 Route 28, Unit D o � -. / � TO o' - BREAKOUT LINER FIRST PIPE LENGTH W. Yarmouth, Massachusetts . a ,a I = TO BE SET LEVEL ,� 10 6 TOP 9.3 C3 - ;..: T:W.=10:0- o.. BOT=5.9 EL. 10.9 , 4- SCH. 40 PVC FOR MIN.' 2' 02673. n L=16t FT. FINISH GRADE ® B.W:=7.6 0 / 10 -0 =0.02 EL. 10.2-11.2 919 - 7 s „508 778 8 10 SESKfRC1} „ � T.W.=10.0' ;. 4 SCH. 40 PVC r 3 J �1 1 . H - r l 60.Oi B.W. 7.G SET .:. 4 MIN. „ „ a LEACHING FIELD OBS ©2022 BSC Group. Inc: � UID' 5'-8- 2 -8 >,P n - Md86000 W c „ Q ; PROPOSED „ _ • q _6 LOCATE DEPTH 4 SE o�w a TRENCH DRAIN _� � C; _ c7 W----- I=9.73 SCALE: 1 - 10 / - _ - INLET TEE- - axv H M : 1=9.16 1=8.83 1=8.7 » i OUTLET TEE R-7.15 5 8 UNDER COVER BAFFLE - I=9.11 1=8.94 EL. 8.2' W/GAS 3 I-9.41 0 5 10 20 FEEr O Ommmmmmmmmmoi _5 OUTLET v I 3 X .r - _ D -BOX 5.0 SEPARATION 0II A X 6.3 6.0 FILE:YAR5058000\C\D\5058000-SP.dW9 I__ . S.6 NOTEi SEPTIC TANK BREAKOUT \ EL. 3.2 LINER DWG. N0: 6759-03 m 6 OF STONE OR LEVEL STABLE BASE VY/Lf FIN D/`1® PK NAIL SET EL. 9. - MAGNETIC .REFLECTIVE TAPE SHALL BE PROVIDED EST. HIGH GROUNDWATER 3-5.9 SHEET 1 OF 1 IN BIT. CON ALL :PVC PIPING JOB. NO: 5-0580.00 E IN THE TRENCH OVER A z PLAN VIEW CROSS-SECTION VIEW PUBL/C=40'W/OE ELEV = 6.20 NO. I DATE e� 1 WORK WITHOUT ANY INTERRUPTIONS, IN SERVICE. CONS 330 GPD X 200% = 660 GALLONS 00 PROPOSED 5 2 1/26/22 BOH COMMENTS 0 0 '€ ¢ -__-.. _ USE 1,500 GALLON SEPTIC TANK` GALLON' DRYWELL � `"'^*.� _ (; R - _ U S 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE 1. THE ENGINEER 1S TO STAKE THE LOCATION OF THE SYSTEM, INSPECT N TYP. •• ( ) cc�a TEACHING FACILITY:; "'°---. CS OF REQUIRED -a..„ V v _ 1 'iL - - LL CONSTRUCTION AND FINAL DWELLING CHAPTER 82 SECTION 40 1 886 344-7233) A MINIMUM OF 72 HOURS AND CERTIFY THE SOIL REMOVAL, WA �- ._� • � CRAWL SPACE EPRIOR TO THE START OF CONSTRUCTION. INSPECTION PRIOR TO BACKFILLING AND `GRADING. 1 DESIGN PERO. RATE <2 MIN/INCH `"'------ FOUNDATION.- .73. N N LONG TERM APPLt RATE: 0.74 GPD/SF CD N _ : _ 446 SF '7 330 GPD 0.74 `GPD/SF L ®T 2 S ONOTUBE - PROPOSED AGE GRINDER. DRYWELL 9• THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARB R PROPOSED FLOOR PLANS . (TVP-) INSTALLATION OR USE OF A GARBAGE CRINGER AT THIS PROPERTY IS o FOUNDATION ,• 15,5' - SIZE MHING FACILITY PROVIDED OF L �r r , PORCH NOT ALLOWED PER 310 CMR 15.240(4). NOT TO SCALE ' ` p p T.W =10.8 USE 1 17.5'x26' .LEACHING FIELD • 17.5 X 26 = 454 S.F. BOTTOM AREA ' ' Cat i;�i; --� D„ ' '.'�.� DINING iT v EFFECTIVE. LEACHING AREA 455 S.F. 1 5.5 .: �1 PAVED `, I v 1,500 GALLON 4txate r o a s x SEPTIC TANK 9 _ ED CAPACITY) I DRIVEWAY z v 455'S.F. X 0.74 GPD/S.F. 336 GPD (INSTALL TTY) � _ o ry _14.3 11:3 INV. IN=9.41 �P ssq CL i e , GPD 8 GPD RESERVE CAPACffY PROVIDED) 336 GPD > 330. ( 10 . ? ----- , � INV. OUT=9.16 % Q a ti� DISTRIBUTION BOX L O /✓ �o s v _ g T BED #1 LiVIN _ .: : . itEA 142 ,.. INV. IN -9..11 _ \. o KIErtANJ. x ,! S N 1z .1.-,... ROC3Fs&. a..:- .:-,t s a F a_.. z t CL OUT=8.94 INV. OUT 8.94 _ Permtt vald for REPAIR OP' SEPTIC,SYSTEM..: �� HEAy N �r�,�s :; [ w T•W. 10.7 _i sBx2A-_s,'_ State and Local -se ttc variances. :4813 ,-, , . , rn _ ONLY, due to- t to aseptic r � NO 5 .. �3- B.W-7.0� _ PROPOSED - _ PR �A o • ` .. Board of Health: review and approval cared ior::: vrn P ROPOSED . RETAINING _,... r add,t,onsirenow•ltons/alterattoas to RESERVE AREA WALL SEE : I A_455 S.F. SPOT GRADES .sewage:(ackes and/or stru t tes/dweihn i Si F . E o , . � =.€'s SS' •-. rt8tt rI PREPARED FOR.1 500 GALLON SEPTIC (H c 9 a n h Department -I YarmouthHeat. 3 I X P � _•_ ENTINA & MIRCHA KARCHA NOT TO SCALE_ _ VAT. �k gg _ 5 -0VERDIG 1,CAR sx : ,€:- to W 1 v T CL RELOCATEDv n -10.3 TP t T.W. �^ V D � 9 , _ �. I� OUTER LIMITS of A�PPRQ E 0!" ': 113 WESTVIEW -LANE WATER _ 1 I /�'a" / I. _ 0. X 10 B.W. 9.5 � t z21'' PORC$k . VER to RETAINING 28 o RAISE AT LEAST ARlE EXISTING CO LINE I , BEU #3 CD „ 10.0 FEEDING' HILLS MA 01030 NOTES c -azo a _>�, _.ww.N.,; , o OF FINISHED' GRADE. , TO WITHIN 6 ._ EgA ar „ - 15.0 �. _ _ - > : Ti I':1 ?� .° -I CONCRETE. 18 HDPE PIPE I /f 6f �. z '� NK SHALL BE STEEL REINFORCED THE RISER SHALL 6E REVEUd Y SL lE MSS LO 1. sEeTlc TA % :: VKARCHAC�?YAHOO.COM_ o - 0 p LEACHING FIELD //1 a 2. SEPTIC ,TANK SHALL BE CAPABLE' OF WITHSTAND H 1 3 / Nf T A2 Nt►ate Dafe y LOADING. CONC. COVER a TOP OF STONE=9.33 LO rnINV. ,IN=8.83 c IPE CONNECTIONS AND CONCRETE CONSTRUCTION 6. MAX.MAX• I I _ 3. ALL P m v .- U ., =8.70 '3 E WATERTIGHT. - v INV. END =&70 SHALL B40 BSC GROUP A F STONE=8.20 PROFILE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED r TYPICAL SYSTEM PR 4. .TEES PROPOSED I BCT 0 I - I [['91.... 4»" SCH. 40 PVC WITHIN 12 OF TANK WALL AND ACCESSIBLE FROM TANK DRYWELL t , NOT TO"SCALE L=2:5f FT. COVER. (TYP.) 8 •_ EL=12.0 5=0.02 c� FILL ALL UNUSED' KNOCKOUTS WITH HYDRAULIC CEMENT. „ 5• 4 70. X .2 0 , ' INSPECTION' PORT P FOUNDATION 349 Route 28, Unit D o � -. / � TO o' - BREAKOUT LINER FIRST PIPE LENGTH W. Yarmouth, Massachusetts . a ,a I = TO BE SET LEVEL ,� 10 6 TOP 9.3 C3 - ;..: T:W.=10:0- o.. BOT=5.9 EL. 10.9 , 4- SCH. 40 PVC FOR MIN.' 2' 02673. n L=16t FT. FINISH GRADE ® B.W:=7.6 0 / 10 -0 =0.02 EL. 10.2-11.2 919 - 7 s „508 778 8 10 SESKfRC1} „ � T.W.=10.0' ;. 4 SCH. 40 PVC r 3 J �1 1 . H - r l 60.Oi B.W. 7.G SET .:. 4 MIN. „ „ a LEACHING FIELD OBS ©2022 BSC Group. Inc: � UID' 5'-8- 2 -8 >,P n - Md86000 W c „ Q ; PROPOSED „ _ • q _6 LOCATE DEPTH 4 SE o�w a TRENCH DRAIN _� � C; _ c7 W----- I=9.73 SCALE: 1 - 10 / - _ - INLET TEE- - axv H M : 1=9.16 1=8.83 1=8.7 » i OUTLET TEE R-7.15 5 8 UNDER COVER BAFFLE - I=9.11 1=8.94 EL. 8.2' W/GAS 3 I-9.41 0 5 10 20 FEEr O Ommmmmmmmmmoi _5 OUTLET v I 3 X .r - _ D -BOX 5.0 SEPARATION 0II A X 6.3 6.0 FILE:YAR5058000\C\D\5058000-SP.dW9 I__ . S.6 NOTEi SEPTIC TANK BREAKOUT \ EL. 3.2 LINER DWG. N0: 6759-03 m 6 OF STONE OR LEVEL STABLE BASE VY/Lf FIN D/`1® PK NAIL SET EL. 9. - MAGNETIC .REFLECTIVE TAPE SHALL BE PROVIDED EST. HIGH GROUNDWATER 3-5.9 SHEET 1 OF 1 IN BIT. CON ALL :PVC PIPING JOB. NO: 5-0580.00 E IN THE TRENCH OVER A z PLAN VIEW CROSS-SECTION VIEW PUBL/C=40'W/OE ELEV = 6.20 NO. I DATE DESC. 1 12/23/21 MITIGATION PLANTINGS 2 1/26/22 BOH COMMENTS iT v EFFECTIVE. LEACHING AREA 455 S.F. 1 5.5 .: �1 PAVED `, I v 1,500 GALLON 4txate r o a s x SEPTIC TANK 9 _ ED CAPACITY) I DRIVEWAY z v 455'S.F. X 0.74 GPD/S.F. 336 GPD (INSTALL TTY) � _ o ry _14.3 11:3 INV. IN=9.41 �P ssq CL i e , GPD 8 GPD RESERVE CAPACffY PROVIDED) 336 GPD > 330. ( 10 . ? ----- , � INV. OUT=9.16 % Q a ti� DISTRIBUTION BOX L O /✓ �o s v _ g T BED #1 LiVIN _ .: : . itEA 142 ,.. INV. IN -9..11 _ \. o KIErtANJ. x ,! S N 1z .1.-,... ROC3Fs&. a..:- .:-,t s a F a_.. z t CL OUT=8.94 INV. OUT 8.94 _ Permtt vald for REPAIR OP' SEPTIC,SYSTEM..: �� HEAy N �r�,�s :; [ w T•W. 10.7 _i sBx2A-_s,'_ State and Local -se ttc variances. :4813 ,-, , . , rn _ ONLY, due to- t to aseptic r � NO 5 .. �3- B.W-7.0� _ PROPOSED - _ PR �A o • ` .. Board of Health: review and approval cared ior::: vrn P ROPOSED . RETAINING _,... r add,t,onsirenow•ltons/alterattoas to RESERVE AREA WALL SEE : I A_455 S.F. SPOT GRADES .sewage:(ackes and/or stru t tes/dweihn i Si F . E o , . � =.€'s SS' •-. rt8tt rI PREPARED FOR.1 500 GALLON SEPTIC (H c 9 a n h Department -I YarmouthHeat. 3 I X P � _•_ ENTINA & MIRCHA KARCHA NOT TO SCALE_ _ VAT. �k gg _ 5 -0VERDIG 1,CAR sx : ,€:- to W 1 v T CL RELOCATEDv n -10.3 TP t T.W. �^ V D � 9 , _ �. I� OUTER LIMITS of A�PPRQ E 0!" ': 113 WESTVIEW -LANE WATER _ 1 I /�'a" / I. _ 0. X 10 B.W. 9.5 � t z21'' PORC$k . VER to RETAINING 28 o RAISE AT LEAST ARlE EXISTING CO LINE I , BEU #3 CD „ 10.0 FEEDING' HILLS MA 01030 NOTES c -azo a _>�, _.ww.N.,; , o OF FINISHED' GRADE. , TO WITHIN 6 ._ EgA ar „ - 15.0 �. _ _ - > : Ti I':1 ?� .° -I CONCRETE. 18 HDPE PIPE I /f 6f �. z '� NK SHALL BE STEEL REINFORCED THE RISER SHALL 6E REVEUd Y SL lE MSS LO 1. sEeTlc TA % :: VKARCHAC�?YAHOO.COM_ o - 0 p LEACHING FIELD //1 a 2. SEPTIC ,TANK SHALL BE CAPABLE' OF WITHSTAND H 1 3 / Nf T A2 Nt►ate Dafe y LOADING. CONC. COVER a TOP OF STONE=9.33 LO rnINV. ,IN=8.83 c IPE CONNECTIONS AND CONCRETE CONSTRUCTION 6. MAX.MAX• I I _ 3. ALL P m v .- U ., =8.70 '3 E WATERTIGHT. - v INV. END =&70 SHALL B40 BSC GROUP A F STONE=8.20 PROFILE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED r TYPICAL SYSTEM PR 4. .TEES PROPOSED I BCT 0 I - I [['91.... 4»" SCH. 40 PVC WITHIN 12 OF TANK WALL AND ACCESSIBLE FROM TANK DRYWELL t , NOT TO"SCALE L=2:5f FT. COVER. (TYP.) 8 •_ EL=12.0 5=0.02 c� FILL ALL UNUSED' KNOCKOUTS WITH HYDRAULIC CEMENT. „ 5• 4 70. X .2 0 , ' INSPECTION' PORT P FOUNDATION 349 Route 28, Unit D o � -. / � TO o' - BREAKOUT LINER FIRST PIPE LENGTH W. Yarmouth, Massachusetts . a ,a I = TO BE SET LEVEL ,� 10 6 TOP 9.3 C3 - ;..: T:W.=10:0- o.. BOT=5.9 EL. 10.9 , 4- SCH. 40 PVC FOR MIN.' 2' 02673. n L=16t FT. FINISH GRADE ® B.W:=7.6 0 / 10 -0 =0.02 EL. 10.2-11.2 919 - 7 s „508 778 8 10 SESKfRC1} „ � T.W.=10.0' ;. 4 SCH. 40 PVC r 3 J �1 1 . H - r l 60.Oi B.W. 7.G SET .:. 4 MIN. „ „ a LEACHING FIELD OBS ©2022 BSC Group. Inc: � UID' 5'-8- 2 -8 >,P n - Md86000 W c „ Q ; PROPOSED „ _ • q _6 LOCATE DEPTH 4 SE o�w a TRENCH DRAIN _� � C; _ c7 W----- I=9.73 SCALE: 1 - 10 / - _ - INLET TEE- - axv H M : 1=9.16 1=8.83 1=8.7 » i OUTLET TEE R-7.15 5 8 UNDER COVER BAFFLE - I=9.11 1=8.94 EL. 8.2' W/GAS 3 I-9.41 0 5 10 20 FEEr O Ommmmmmmmmmoi _5 OUTLET v I 3 X .r - _ D -BOX 5.0 SEPARATION 0II A X 6.3 6.0 FILE:YAR5058000\C\D\5058000-SP.dW9 I__ . S.6 NOTEi SEPTIC TANK BREAKOUT \ EL. 3.2 LINER DWG. N0: 6759-03 m 6 OF STONE OR LEVEL STABLE BASE VY/Lf FIN D/`1® PK NAIL SET EL. 9. - MAGNETIC .REFLECTIVE TAPE SHALL BE PROVIDED EST. HIGH GROUNDWATER 3-5.9 SHEET 1 OF 1 IN BIT. CON ALL :PVC PIPING JOB. NO: 5-0580.00 E IN THE TRENCH OVER A z PLAN VIEW CROSS-SECTION VIEW PUBL/C=40'W/OE ELEV = 6.20